d= 9.43
k= 4.02
- H 0 707 D 9 43 K 4 02 1 (26.7 KiB) Viewed 28 times
h= 0.707 d= 9.43 k= 4.02
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answerhappygod
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h= 0.707 d= 9.43 k= 4.02
h= 0.707
d= 9.43
k= 4.02
Problem (15): A pump is being used to lift water from the bottom tank through a pipe of diameter (d) at discharge (Q). The total head loss can be calculated as (h, = K[V2/2g]), where (V) is the flow velocity in the pipe. The elevation differene between the pump and tank surface is (h). Given the values of h (m), d (cm), and K [-), calculate the maximum dishcharge (Q) in [Lit/s] byond which cavitation would take place at the pump inlet (section 1). th Pump
d= 9.43
k= 4.02
Problem (15): A pump is being used to lift water from the bottom tank through a pipe of diameter (d) at discharge (Q). The total head loss can be calculated as (h, = K[V2/2g]), where (V) is the flow velocity in the pipe. The elevation differene between the pump and tank surface is (h). Given the values of h (m), d (cm), and K [-), calculate the maximum dishcharge (Q) in [Lit/s] byond which cavitation would take place at the pump inlet (section 1). th Pump
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